Interface shear strength between slender bamboo rod and ruin soils with high plasticity
- https://doi.org/10.2991/icadme-15.2015.128How to use a DOI?
- Ruin soils; slender bamboo rod; interface shear strength
For underground earthen sites in humid environment, its preservation is more difficult than the ones in northwest arid region. One reason is that the changing of existing environment, especially the changing of the groundwater resulting in the local cracks and creep-sliding disease of the underground earthen sites. In the study, according to the basic principles of protection and reinforcement of earthen site, the flexible bamboo rod was employed to intend to treat the creep-sliding disease of the underground earthen sites after excavation. The interfaces shear strength between slender bamboo rod and ruin soils were investigated by laboratory pullout tests and direct shear tests. The results will benefit for further study on the application of the slender bamboo rod for reinforcing the earthen sites in humid circumstances.
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - X.J. Chai AU - C.F. He AU - A.F. Li AU - G.F. Sima AU - X.J. Li PY - 2015/10 DA - 2015/10 TI - Interface shear strength between slender bamboo rod and ruin soils with high plasticity BT - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering PB - Atlantis Press SP - 633 EP - 636 SN - 2352-5401 UR - https://doi.org/10.2991/icadme-15.2015.128 DO - https://doi.org/10.2991/icadme-15.2015.128 ID - Chai2015/10 ER -